HomeMy WebLinkAboutFargo Consultants, Inc. - 3/1/2017 (5)FARGO CONSULTANTS, INC.
2324 Fabens Road • Dallas, Texas 75229
Phone: 214-352-4100 • Fax: 214-352-4811
MORTAR COMPRESSIVE STRENGTH REPORT
CLIENT: JLB Partners, LP
PROJECT: Grapevine Bluffs
Grapevine, TX
SAMPLE DATE: 3/1/2017
FARGO JOB NO: M 16-4962
I MORTAR INFORMATION I
Contractor: C&W Stonework
Ticket No: On -Site Mix
Ambient Temp (F): 53
Mortar Temp (F): 54
Time Batched: 8:15 AM
Time Sampled: 8:25 AM
Weather Condition: Clear
Mortar Supplier: -
Plant/Truck: On -Site Mix
Mix ID Number: -
Air Content (%): N/A (ASTM C231)
Water Added (gal): 0
Slump (inches): N/A (ASTM C143)
Location of Placement: CMU Retaining Wall — Elev. 0' to 3' Grid Points P-8.5
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
�Oary Moore, CET
Manager, Materials Testing Division
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo
Consultants, Inc. assumes no responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive
use of the person(s) to whom it is addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com
Mix Design
Strength of Mortar
1800psi/28 days)
Cube
Number
Age
(days)
Date Tested
Total Load
(pounds)
Compressive
Strength (psi)
IA
7
3/8/2017
7020
1750
1B
28
3/29/2017
8870
2210
1C
28
3/29/2017
9430
2350
Sample Type: 2 -inch x 2 -inch cubes
Test Methods: Making and Curing (ASTM C102)
Remarks: N/A indicates not applicable,
Technician: A. Maya
FARGO CONSULTANTS, INC.
Checked By
�Oary Moore, CET
Manager, Materials Testing Division
LIMITATIONS: This report presents test results (at particular locations noted) based on data obtained from specific samples selected for testing. Fargo
Consultants, Inc. assumes no responsibility for variation in quality, performance, feature or conditions beyond its control. This report is for the exclusive
use of the person(s) to whom it is addressed and may not be reproduced except in full without the written approval of Fargo Consultants, Inc.
Geotechnical Engineering • Construction Materials Testing • Environmental Services
www.dallasfargo.com